The standard two-dimensional shallow water equation formulation assumes a mild bed slope and no curvature effect. These assumptions limit the applicability of these equations for some important classes of problems. In particular, flow over a spillway is affected by the bed curvature via a decidedly
โฆ LIBER โฆ
Free-surface flow over curved surfaces: Part II: Computational model
โ Scribed by R. C. Berger; G. F. Carey
- Publisher
- John Wiley and Sons
- Year
- 1998
- Tongue
- English
- Weight
- 218 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0271-2091
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โฆ Synopsis
In Part I a detailed derivation of a more general shallow water equation set was developed via a perturbation analysis. A finite element computational model of these more general equations is now constructed and the model behavior is compared with conventional shallow water formulations applied to an outletworks flume.
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